This study, authored by Jacob Uzan and Matthew W. Witczak, presents a computational exploration of the composite subgrade modulus within rigid airfield pavement design, employing multilayer theory as utilized in the new USAGE pavement design method. The research focuses on comparing the effects of pavement geometry and loading configurations by equating base-subgrade systems with an equivalent composite subgrade system, based on producing equal maximum tensile stresses under similar conditions. The analysis reveals that the composite subgrade modulus is influenced by various factors including the properties of the base and subgrade, the thickness of the concrete layer, and the load configuration. A regression equation is developed to estimate the composite subgrade modulus of elasticity, considering factors such as pavement geometry and the number of gear wheels on the landing gear, which aligns well with existing FAA and PCA methodologies. This paper also includes a thorough review of current methods for determining the composite subgrade modulus, pointing out the limitations and variations between methods that utilize either field tests or computational approaches based on layered elastic theory. The implications of these variations on pavement life and performance are critically analyzed, emphasizing the importance of accurate modulus estimation in pavement design to accommodate various aircraft types and pavement conditions. In conclusion, the research validates the application of multilayer theory in estimating composite subgrade modulus, offering enhancements over traditional approaches by incorporating a wider range of design variables. This comprehensive analysis not only contributes to refining pavement design practices but also highlights the necessity for ongoing adjustments and validations within established methodologies. (Abstract generated by AI tool ChatGPT 4)
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